The program will flag OK if D.3.3.4.3(a) subsections 1 & 2 are met and the ductile
anchor steel strength
has the highest utilization ratio. User has to verify the conditions in D.3.3.4.3(a)
subsections 3~6, as applicable, are met.

D.3.3.4.3(a)

Steel nominal strength x 1.2

1.2Nsa

=

42.18

[kips]

Conc governed nominal strength

Ncb

=

57.93

[kips]

Npn

=

62.44

[kips]

Nsb

=

0.00

[kips]

Nu / min( Ncb , Npn , Nsb )

=

0.17

Nu / 1.2Nsa

=

0.24

>

0.17

OK

Option A is satisfied, provided the conditions in D.3.3.4.3(a) subsections 3~6, as applicable, are also met

Seismic SDC>=C and E>0.2U , Option A is selected to satisfy additional seismic requirements as per D.3.3.4.3

Shear

Applicable

OK

Option C is selected.

ACI 318-11

User has to ensure that the shear load Vu user input above includes the
seismic load E, with E increased
by multiplying overstrength factor Ωo